Performance-Based Approach for the Design of a Deflection Hardened Hybrid Fiber-Reinforced Concrete-Reference-Cited by-同舟云学术

Performance-Based Approach for the Design of a Deflection Hardened Hybrid Fiber-Reinforced Concrete

Published:2009-09 Issue:9 Volume:135 Page:978-986
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Blunt J.¹²,Ostertag C. P.¹²

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94720.

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94720 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282009%29135%3A9%28978%29

Reference32 articles.

1. American Concrete Institute (ACI). (2002). “Building code requirements for structural concrete (ACI 318–02).” American Concrete Institute Farmington Hills.

2. ASTM International (ASTM). (2005). “Standard test method for compressive strength of cylindrical concrete specimens.” C39 West Conshohocken Pa.

3. ASTM International (ASTM). (2006). “Standard test method for flexural performance of fiber-reinforced concrete (using beam with third-point loading).” C1609 West Conshohocken Pa.

4. Hybrid fiber reinforced concrete (HyFRC): fiber synergy in high strength matrices

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